1 - Alaska Energy Data Inventory

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IN Q.171> 7 . fiE 86703.6SUMMARY LOGI SHE£T 7 OF 7HOLE NO: . DH-1l2I SURFACE ELEV. 1409.3PROJECT Crater Lake ORILL OATES' START 10 Sept. 82 COMP,2 Oct. 8209'TH OF'HOL£ 602.1 DEPTH OF CW!RBURO£N 1.2 OIAM. t:# HOLE NXROC'.' DRILLED 600.9 CORE RECOVERED 598.7" RECOVERY 99.6 JAN()LE FROM VERT. 30 0 AZIMUTH FROM NORTH 150 0 COWtLlD 8Y. OAT! i~o. __ ~T~AN~C£~S_:_~~ER __'_~_AL~.•_5_2_1_.4__ ~.·_~_OR __ 1ZC_ON __T,_AL_._.. __ ~3_0_1_.1~~ ______________ ~f[LEY De"Ml--- DDCl'IItTIOfe Of IlllAT!"IALS C~ R!MARKS I889~ '7 600 LO. ...-~~~~-~'~~~~~~~----~~~~----------i887.9 602.r~...-.. \~" QUARTZ DIORITE GNEISS; idem. Ih()/ ,'-1 pH 0 l' in hole J.,.1~·1jIi .._,,..~ePthI~hickness~ockBOTTOM OF HOLE ~of holeof overburdencoredCore recovered~ Core recoveredPressure TestsWll!-..l2..lOI 232'232' 282't 282' 432'! 432' 602.2'602.11.2600.9598.799.61~., .,1i1.jPROJECTCrater LJ .. elI : HOLE NO. In-·.~=Il
SUMMARY .L;PG N 93773. 3 SH~~T 1 OF 'i IH 0 L E Nu. DH - 1 13 E 86699.5 --- SURFACE ~L~V. 1409.4 1PROJ£C r Crater Lake DRILL DATES' START 6 Oct. 82 COMPo 14 Oct. 82DEPTH OF HOLE 392.2Of:PTH aF CJIIER8URO€N 2.0 DIA ... OF HOLE NXROCK ORILLED 390.2 CORE RECOVERED 310 ~ . 5 ~ RECOVERY 99.3 JAN('LE PROM VERT. 3C ot---- - ..AZIMUTH FROM NORTHDISTANCES: VEJn'1CAL. 119 - ~ HORIZONTAL. 196. :I .~..COMPtI;ED BY.DAT!,~tir ;' Jut 63ELEV Of~' LOGD€SCfltl~TION OF IIMT!IUALSCOMfIt!"AfltK!,1409.4 .._.! I -·-----t~O~VE~R~S~~~'R~D~E~~J~:~Il~lu~S~k~e~Q--------------~r----+b-.~o/---------------------i,I 407.7' ~-=::::-=:~QUARTZ DIORITE GNEISS: med. gray. ~RQD ~9II-~bdnded med .. gra i ned. nard. 1 i ght 1 y~weathered. liqhtly fractured. ~I\ ~CL ~Fractures qemi!rally clean and rough;i ~occ. lron stalns and pjrlte on JOlnt .~ ~ 51 i,,"osid,, em: w .he"ed bce"i~. L \.Joint ';;:;,1C1~1~ '_ 1 "'1'I vanes tr-Oil:-::';~\./I ~.loderately to highly fractured 2.0'- i, • IU.OI• - -4 3' I' ~ ~ --:- , : - . .I =c /'\,'.i,-- ~/-"1~• :'! !-\ ;I,'" /,,'i-~- ,'.'/~.,~I-~l:.._._\...~~ ... ~,~·;v~.Ij-1..--', " _.... !-~-,~/"".. \-/'- \ \', ~ I'" ,1 ---,\': l' -':-1, ., ..... ! \.!: ~ • I: 60_~Mi glTly fractured 59.0-59.2-\1':.. / •- -,- ~.,,~.::.' '--- , ' -'! -, -'-";oint spaClllg ~4.2~~~L'_ v a r i e 5 f r- 01'1 J. ~ '- o~ ".'; .), ~ .i .. = IiI ~QD 9CI-~ ~(II.'highly fracturedP~CJECT -_rj~.er --'~~,~.: 1 HOLE NO.----------.----~---~~~~--------------------.------------~.~~=-~~~~~--
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. c-o,.oy t:) ~3 J .-7I ~U~~T Snett
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SYNOPSISThe Long Lake - Crater Lake
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LOCATION:SNETTISHAM PROJECT, ALASKA
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Maximum momentary head, ft(during l
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(3) Based on generation of 27.3 MW
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APPENDIX AGEOTECHNICAL DATAAlA2GEOM
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A. "AVERAGE" FAULT CONDITION.GEOMEC
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For the existing conditions the fol
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SUMMARY ."'OGHOLE Nv.N 93 61':' I S
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SUMMARY LOG N 93614 1 ~H~~T3 Of 3HO
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SUMMARY LOG95473H 0 LEN DH 99 9 160
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SUMMARY LOG N 95473 I SWFFT 4 OF 4H
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SUMMARY LOGHOLE NE9361186371Crater
Page 27 and 28: SUMMARY LOG N 93611 I SHEET 4 OF 4H
Page 29 and 30: SUMMARY LOGHOLE N DH 101 cont'd9411
Page 31 and 32: N 93.616 lSME£T 1 OF4SUMMARY LOGHO
Page 33 and 34: DEPTH OF HOLE9361686380DRILL OATES
Page 35 and 36: SUMMARY LOG I SHEF:T 1 OF' 4H 0 L E
Page 37 and 38: SUMMARY LOGHOLE NO.I N 9L271.~9 I S
Page 39 and 40: SWN\I~ARYLOGH 0 L E NO.DDH-10~I~N=-
Page 41 and 42: LOGH 0 L E NO. DDH-lO~ HE N;;--,,"9
Page 43 and 44: SUMMARY LOGHOLE NO.DDH-IO~PROJECT S
Page 45 and 46: SUM~AR,(LOG\ N ac.~l~ I SHEET 2 OF,
Page 47 and 48: SU,'t1:--,lARY LOG I N 0)':'1 ,c,.
Page 49 and 50: SU~AMARYLOGHOLE NO.N 95159. I SHF E
Page 51 and 52: SUMMARY LOG N 951S9. 1 SHct=:T 4 OF
Page 53 and 54: SU:\,1:--.4ARY LOGH 0 L E NO.DIJH-1
Page 55 and 56: LOGHOLE NO. DCii-107 I SUR,rACe: EL
Page 57 and 58: ,S UMMARY .~OG N 93451 r SHEff 1 Qf
Page 59 and 60: SUMMARY LOGH 0 L-E NO. DDH-I09~NIiI
Page 61 and 62: _liUMMARY lOG N 93685 1 ~W~F'T 3 OF
Page 63 and 64: SUMMARY LOGH-O-L E NO.DDH-110N 9354
Page 65 and 66: $UMMARY I~~GK 93729.8HOLE N . DH-ll
Page 67 and 68: N 93729.8~UMM~RY Ib~G.. OL;- N . Dh
Page 69 and 70: HOLEI PROJEC_,- e"WLa,. COIoIP.~ ~F
Page 71 and 72: ,~UMMARY IbOGN Q
Page 73 and 74: Il,UMMARV ,~~G N 93767.6I OLE N . D
Page 75 and 76: [ ~UMMARY LOG N 93767.6OLE NO. rlH
Page 77: ~UMMARV I'cfGN q17fi7 fiOLE N DH-1l
Page 81 and 82: SUMMARY ,,,,00N 93773. 3 SM~~T 30F
Page 83 and 84: ~~UMMARY 1'o~GI PAO::C~ ("tee ",.N
Page 85 and 86: ISUMMARY LOGHOLE N . DH-1l4PROJECT
Page 87 and 88: 93731.086934.0PROJ E C TORILL DATES
Page 89 and 90: SUMMARY LOG 93731.0HOLE N . 86934.0
Page 91 and 92: SUMMARY I~OGN 95300.4SHEET 1 Of 7 j
Page 93 and 94: ! SUMMARY.",OG N 95300.4 SH£~T1 Of
Page 95 and 96: SUMMARY LOG- N QC;1nn. 4HOLE NO. DH
Page 97 and 98: SUMMARY I~OG N Q'i1nO.4 SH£~T 7 OF
Page 99 and 100: APPENDIX BlHYDRAULIC DESIGN OF RECO
Page 101 and 102: PARAGRAPHC. Hydraulic Losses in Mac
Page 103 and 104: APPENDIX B1HYDRAULIC DESIGN OF RECO
Page 105 and 106: Various plates which appear in both
Page 107 and 108: C. Power Tunnel. The power tunnel i
Page 109 and 110: The primary and secondary rock trap
Page 111 and 112: G. Gate Structure Transition.(1) Si
Page 113 and 114: quantity of water in the gate struc
Page 115 and 116: will be approximately 12.5 ft and o
Page 117 and 118: Figure 7 in appendix B2 contains a
Page 119 and 120: accompaning cross-sectional areas o
Page 121 and 122: (3) Losses in Steel Penstock - Fric
Page 123 and 124: the type of pipe to be used at Crat
Page 125 and 126: unlined tunnel was 0.187 ft. Simila
Page 127 and 128: 1.04 HYDRAULIC TRANSIENTSA. Operati
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Representat i ves of HEOB and OCE r
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nominal diameter and 27.9 percent f
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I. Computer Models.(1) Computer Pro
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increase the Polar Moment of Inerti
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"WHAMO" was used for the run and re
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surge tank (reject condition) is 10
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a surge tank approximately 350 ft h
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1.05 LAKE TAPA. Genera 1. The 1 ake
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Trashrack ConditionZero clogging25%
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plug, approximate sta 10+50 and at
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the blast pressure recorded at cell
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REFERENCES1. Mattimoc, J. J., Tinne
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APPENDIX B2SUPPORTING TECHNICAL DAT
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eUN.(Fl.). ,~f···~"'. '"".f1~~_.
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'.1":' ..."'..: ..:.........iI\~~fr
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COMP .~ > ,;--C H K 0 • ~,-,,,,-\
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C OMP. '3N3""CHKD. ___SUBJECTU.S. A
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COMP. ;IN:rCHKD. __ _SUBJECTC.IGA T
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CaMP. In::;:CHKD. ___ _SUBJECTU.S.
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JI~COMPoCHKD. ___SUB~IECTC I( A Te(
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·COMP. :1Nd~, U.S. ARMY ENGINEER D
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'COMPo )N"TCHKD. __ _SUBJECTU.S. AR
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COMPoC H KD.:r~:ru.s. ARMY ENGINEER
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(C OMP. :r IV 3'CHKD. J .,..1SUBJEC
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C OMP. ::r NS"CHKD.J 101SUBJECT3LiU
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46 13231~ t l TIr!!f I..I' ,;I ' 'j
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COM P. JIv J u . S. ARM YEN GIN E E
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COMP.lf!::C H K D •.::.YuleIDo/L.
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COMPo 0N"S'""CHKD •• J WJ"JU.S.
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U.S. ARMY ENGINEER DISTRICT, ALASKA
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COIo4P.CHKD.U.S. ARMY ENGINEER DIST
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COMPoCHKD.,r., '........,.~S U!:!..
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COMPo ;fA/if "CHKO.-r- u.s. ARMY EN
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COMP.CHkO.U.S. ARMY ENGINEER DISTRI
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COMP.CHKO.SUBJECTU.S. ARMY ENGINEER
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~~=::ySUBJECTU.S. ARMY ENGINEER DIS
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NPA FORM 16Ba (Rev.) Previous editi
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i•COMPo StJ\CHKD. JJSUBJECTZ/ 1?t
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COMPo ,)N)CHKD. 9"~SlIBJECTHU.S. AR
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NPA FORM 168a (Rev.) Previous editi
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"':'\.CO~P.~CHKD.~SUBJECTU.S. ARMY
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~( \lAL..\)~S iC.E\\\M\1'\) (.cc-0s
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-C OMP. \./ t..JCHJ(D._~_t~_"SUBJEC
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___ .___._~ ..-=..........__ ._+-__
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~UIII~::J•o•zo.,'"
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604·· FIUC • e893 FINI65COf41)
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1 CRATER lA
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lZ112Z DISPLAY ALL FINISHla3124 HIS
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S4· rRIC .01S0 FINI~5 COMO 10 C10e
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.DISCHRI2CE. CO£.FFICIGNT vs VALVE
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SA CPLUS .el C~1NUS .el rI~I65 CONO
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1'~,~~TER LAKE. Sl'fETTISHM. HYDRAU
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~!;:t:-~·.; ..'!;'~totoJ)l.14M PIa
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)0.40.5~IT' I" THiI "'lIee C .....
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sf· C· PLOTTIMG REQUESTS&a,1fLO.T
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········· .. ·· .... ·
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.... D.~.~ T.altcTtOtt II TJl II'UI
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'IIEL~CT'ltC6 ()veH .,}{)(L~ue TA ~
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\C'iCfilB1L L.A-1L-l:5'"GU3C-TelG "
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APPENDIX B3HYDRAULIC DESIGN OF ALTE
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The power tunne 1 entrance wi 11 be
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B. Losses in the Power Tunnel.(1) U
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3.04 SURGE TANK.A. Operating Requir
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in the power conduit. Condition E i
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(2) Condition A - Maximum surge for
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I. Stability Routings.To de~onstrat
Page 261 and 262:
3.05 PRESSURE AND SPEED REGULATION.
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Maximum water hammer pressure gradi
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APPENDIX B4HYDRAULIC DESIGN OF ALTE
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4.02 DESCRIPTION OF THE POWER CONDU
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4.04 AIR CHAMBER SURGE TANK.A. Oper
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12-ft diameter power tunnel with a
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Asc = Critical (horizontal) area of
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CRITICAL AIR VOLUMES BASED ON SVEE
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Since the air volume required in th
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The results of the rejection and de
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from these gauges will be converted
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Air 1 eakage through the rock is go
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needed for normal power production
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4.06 PRESSURE AND SPEED REGULATIONA
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4.07 INTERNAL CONDUIT PRESSURESA. G
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hammer values. Water ham~er and spe
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16. U.S. Dept. of Interior, "Design
Page 295 and 296:
'I ,j:' 1 ! .~ .... ; : r :-:; I r
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1. Jistances ~f j,10,~nrl l~ tt h~t
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TABLE IMAXIMUM PRESSURE ANDSPEED RI
Page 301 and 302:
17()D').~~-----; !CSURMSUR(Chaudhry
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5 4 3 21 0occBB-----------Aa..::;VI
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5I 4 I 32DESIGN SURGE TANK DIA. = 1
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D5 I4 I 3 2 1 1THIS TANK IS LESS TH
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5 I4 I 3 2 11---_._---0CRATER LAKE#
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c---54 : 3 2 11D1. SEE PLATE B2 FOR
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5 I 4 3 2 11----0 1. SEE PLATE B2 F
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5 I4 [ 3 2 !1DEUtICRATER LAKE, SNET
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5 l41...j3 2,1r0--£tEV'"1U4S.113e.
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CORPS OF ENGINEERSU. S. ARMY1040 f-
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\ \ /A~1-- I.- -- QUIESCENT' 1 I514
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CORPS OF ENGINEERSU. S. ARMY~'" 00~
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5 4 I 3 I 2 1 II THS TANK IS STABLE
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-DC 9505 I 4 I 3 I 2 1I DESIGN TANK
Page 329 and 330:
APPENDIX CPENSTOCK DESIGNC1C2ANALYS
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e cANALYSIS OF CONFINED PENSTOCKS.
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-Rcdr.op a vertical l:ine to the ab
Page 335 and 336:
liner • Longitudinal members and.
Page 337 and 338:
- ~",/APPENDIX C2STRESS ANALYSIS OF
Page 339 and 340:
.' '", ,_" - _. ' •• :~"~';:',~
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'. ~~'. L1 zmuslbe'es//mCl-led.:" ~
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. ,c'R- II51-2 - 87"LlI -I- ~2 ,; O
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CONCRFTEDEFORMATION...--'Ir---Difre
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srra/n,- ....Bdt"sp/ac6'mel7tDC-r ,
Page 349 and 350:
- . .
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7. E: ..':·"·tillTCES~ .Wa.ter Po
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